A built up I-section is formed from plates welded together as
shown in the figure. It is to be used as a column L = 4.7 m long.
All elements are A36 steel and connected such the section is fully
effective. Using the following properties, calculate the flexural
buckling stress, Fcr, in MPa using theoretical k.
A Built Up I Section Is Formed From Plates Welded Together As Shown In The Figure It Is To Be Used As A Column L 4 7 1 (15.65 KiB) Viewed 80 times
b tf I h L tw
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